New Aspects Concerning Inelastic Instability of Steel Structuresby B. Thurlimann,
Serial Information: Journal of the Structural Division, 1960, Vol. 86, Issue 1, Pg. 99-120
Document Type: Journal Paper
Abstract: Recent developments in field of column and plate buckling; column-buckling problem has been solved for entire elastic and inelastic range; linear buckling theory is considered unable to predict static strength of plate girders.
Subject Headings: Columns | Buckling | Inelasticity | Plate girders | Steel structures | Plates | Elastic analysis | Linear functions
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